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HWY ARSENAL ST over WATER CHARLES RIVER

Map

Coordinates:
+42.36171, -71.14724
42°21'42" N, 71°08'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY ARSENAL ST over WATER CHARLES RIVER
Structure number:B160154EFDOTNBI
Old structure number:MDC896007100 (from 1992 edition)
Location:CITY LINE WAT BOS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:69.9 ft. [21.3 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1925
Year reconstructed:1968
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,370 [as of 2017]
Truck traffic:14% of total traffic
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:58.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,263,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017Fair-FairSatisfactory3737058.9
November 2015Fair-FairSatisfactory2910060.7
November 2013Fair-FairSatisfactory4000058.3
November 2011Fair-FairSatisfactory4000058.3
November 2009Fair-FairSatisfactory4000058.3
November 1999Fair-SatisfactoryGood890077.4
November 1995Fair-SatisfactoryGood1386778.4
November 1993Fair-SatisfactoryGood1850078.5
November 1991Fair-SatisfactorySatisfactory1850079.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.1554165490
Wearing Surfacessq. ft.10,1959,1751,02000
Substructure
Reinforced Concrete Pier Walllinear ft.78433500
Masonry Abutmentlinear ft.155155000
Bridge Rail
Other Material Bridge Raillinear ft.54429924500